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Research article
First published January 2000

Design and Development of Steel Breakaway Posts

Abstract

The current generation of NCHRP Report 350-compliant guardrail terminals all use wooden breakaway posts in the terminal section. The first two end posts are typically breakaway cable terminal posts inserted into steel foundation tubes that are joined with a ground strut to provide the anchorage capacity. Wood is readily available and inexpensive, but it also has many drawbacks. The quality of the wood and the associated breaking forces vary widely. The strength of a wooden post is affected by many factors, including post size, ring density, knot location and size, cracks and checks, species, and moisture content. Results are presented of an effort to design and develop steel breakaway posts for guardrail terminals. The breakaway steel post system described has been successfully tested for use in a tangent terminal. The post exhibited consistent strength for redirection impacts and failed at very low loads during head-on impacts. The breakaway steel post actually improved the redirective performance of the SKT-350 during a 2020-kg (4,450-lb) pickup truck impact at the beginning of the length of need. These breakaway steel posts have been shown to meet NCHRP Report 350 performance criteria and should provide highway agencies with an alternative where wood posts are unacceptable.

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References

1. Ross H. E., Sicking D. L., Zimmer R. A., and Michie J. D. NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. TRB, National Research Council, Washington, D.C., 1993.
2. Sicking D. L., Reid J. D., and Rohde J. R. Development of a Sequential Kinking Terminal for W-Beam Guardrails. In Transportation Research Record 1647, TRB, National Research Council, Washington, D.C., 1998, pp. 89–96.
3. Sicking D. L., and Keller E. A. Full-Scale Crash Evaluation of Steel Post SKT-350 Terminal. Midwest Roadside Safety Facility, University of Nebraska-Lincoln, June 30, 1999.
4. Mayer J. B. Full-Scale Crash Evaluation of a Straight Sequential Kinking Terminal with Steel Breakaway Posts. Southwest Research Institute, San Antonio, Tex., July 1999.

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Article first published: January 2000
Issue published: January 2000

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© 2000 National Academy of Sciences.
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Authors

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Dean L. Sicking
Midwest Roadside Safety Facility, University of Nebraska, W328, 1 Nebraska Hall, Lincoln, NE 68588-0529
John R. Rohde
Midwest Roadside Safety Facility, University of Nebraska, W328, 1 Nebraska Hall, Lincoln, NE 68588-0529
John D. Reid
Midwest Roadside Safety Facility, University of Nebraska, W328, 1 Nebraska Hall, Lincoln, NE 68588-0529

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This article was published in Transportation Research Record: Journal of the Transportation Research Board.

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Crossref: 1

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